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RRFB PEDESTRIAN SAFETY October 31, 2025 <br />STATE FUND # HLP-PB25(004) <br />WO 3807 <br />Page 49 of 82 <br />1 (******) <br />2 <br />3 Sawcut, per linear foot. <br />4 <br />5 Saw-cutting shall be performed in accordance with Sections 2-02.3(3). <br />6 <br />7 Measurement for saw-cutting will be per linear foot along the true length of the surface cut. <br />8 <br />9 The unit price per linear foot for the final saw-cutting of asphalt concrete and cement <br />10 concrete pavement shall be full pay for all labor, materials, tools, and equipment necessary <br />11 to satisfactorily complete the Work as specified in Section 2-02.3(3) of the Standard <br />12 Specifications and disposal of cuttings slurry, including vacuum collection. <br />13 <br />14 <br />15 COE 2-03.4 EARTHWORK.docx <br />16 (******) <br />17 2-03.4 Measurement <br />18 Section 2-03.4 is supplemented with the following: <br />19 (City of Everett, September 10, 2013) <br />20 *** <br />21 <br />22 Only one determination of the original ground elevation will be made on this project. <br />23 Measurement for roadway excavation and embankment will be based on the original <br />24 ground elevations recorded previous to the award of this contract and, the alignment, <br />25 profile grade, and roadway section as shown in the plans or as staked by the Engineer. It <br />26 shall include all curb gutters and sidewalks as shown in the plans <br />27 <br />28 If discrepancies are discovered in the ground elevations which will materially affect the <br />29 quantities of earthwork, the original computations of earthwork quantities will be adjusted <br />30 accordingly. <br />31 <br />32 Earthwork quantities will be computed, either manually or by means of electronic data <br />33 processing equipment, by use of the average end area method. <br />34 <br />35 Roadway excavation including haul will be measured by the cubic yard. Roadway <br />36 excavation will be measured in its original position by cross-sectioning. There will be no <br />37 adjustment in measurement for embankment for subsidence. Verification of existing <br />38 utilities depths by potholing prior to excavation will be paid under Roadway Excavation <br />39 Incl. Haul. <br />40 <br />41 *** <br />42 <br />43 END DIVISION2.RTF <br />44 END DIVISION 2 <br />45